| Œf�ÚŽGŽ��i˜a�j�F | “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W |
| Vol�F | 11Šª |
| ”N�F |
2002”N
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| •Å�F |
2371-2376•Å
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| ’˜ŽÒ�i˜a�j�F |
ˆêˆä�@�N“ñ
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| ƒ^ƒCƒgƒ‹�i˜a�j�F |
ƒg�[ƒ^ƒ‹ƒRƒXƒg‚ÉŠî‚‘Ï�k�ÝŒv‚Ì’ñˆÄ‚ÆŽŽŽZ�i�d—ÍŽ®ŠÝ•ǂ̗á�j
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| �´˜^�i˜a�j�F |
-
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| ƒL�[ƒ��[ƒh�i˜a�j�F |
‘Ï�k�ÝŒv�C�«”\�ÝŒv�C�M—Š�«�ÝŒv�C’n�k”í�ЃRƒXƒg�C�d—ÍŽ®ŠÝ•Ç
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| Œf�ÚŽGŽ��i‰p�j�F |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| ’˜ŽÒ�i‰p�j�F |
Koji Ichii
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| ƒ^ƒCƒgƒ‹�i‰p�j�F |
A PROPOSAL AND A TRIAL OF THE SEISMIC DESIGN BASED ON TOTAL COST (GRAVITY TYPE QUAY WALL CASE)
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| �´˜^�i‰p�j�F |
A trial of the seismic design based on expected total cost for gravity type quay wall was conducted. First of all, the concept of current seismic design practice, performance-based design concept and reliability-based design concepts are reviewed from the viewpoints of expected total cost. Since these design concepts are based on acceptable seismic loss assumption, a trial of the seismic design using total cost was conducted. The results imply the possibility that the optimum design parameters can be different for with and without acceptable loss assumption.
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| ƒL�[ƒ��[ƒh�i‰p�j�F |
Seismic design, Performance based design, Reliability based design, Seismic loss, Gravity type quay wall
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| ‹LŽ–‹æ•ª�F |
-
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| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |